Technical Notes
Jan 24, 2017

Utilization of Alkali-Activated Olivine in Soil Stabilization and the Effect of Carbonation on Unconfined Compressive Strength and Microstructure

Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 6

Abstract

This paper reports for the first time the stabilization of soil using olivine and the application of novel techniques utilizing alkaline activation and carbonation. A rigorous study addressed the effect of carbon dioxide pressure and alkali concentration (10-M sodium hydroxide soil additions from 5 to 20%) between 7 and 90 days. Microstructural and compositional changes were evaluated using microscopic, spectroscopic, and diffraction techniques. Results demonstrate the advantages of using olivine in the presence of NaOH and the associated increases in soil shear strength of up to 40% over 90 days. Samples subjected to carbonation for a further 7 days led to additional increases in soil strength of up to 60%. Microstructural investigations before and after carbonation attributed the strength development to the formation of Mg(OH)2, hydrated magnesium carbonates, and M─S─H, A─S─H gel phases. The impact of this work is far reaching and provides a new soil stabilization approach. Key advantages include significant improvements in soil strength with a lower carbon footprint compared with lime or cement stabilization.

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Acknowledgments

The authors sincerely thank the University Putra Malaysia and Fundamental Research Grant Scheme (FRGS/1/2015/TK01/UPM/01/2) entitled “Sustainable Soil Stabilization by Olivine and its Mechanisms” funded by the Ministry of Higher Education in Malaysia (Vote Number 5524745) for financial support of this research. Moreover, sincere thanks are due to Professor Emeritus Dr. R. D. Schuiling from the Netherlands who sparked the idea of using olivine for soil improvement and stabilization and shared some particularly fruitful discussions with us.

References

Abdul Rahim, R. H., Azizli, K. A., Man, Z., Rahmiati, T., and Nuruddin, M. F. (2014). “Effect of sodium hydroxide concentration on the mechanical property of non sodium silicate fly ash based geopolymer.” J. Appl. Sci., 14(23), 3381–3384.
British Standards Institution. (2002). “British standard methods of test for soils for civil engineering purposes. Part 4: Compaction-related tests.” BS 1377-4:1990, London, 1–53.
British Standards Institution. (2003). “British standard methods of test for soils for civil engineering purposes. Part 7: Shear strength tests (total stress).” BS 1377-7:1990, London.
Cai, G.-H., Du, Y.-J., Liu, S. L., and Singh, D. (2015). “Physical properties, electrical resistivity and strength characteristics of carbonated silty soil admixed with reactive magnesia.” Can. Geotech. J., 52(999), 1–15.
Criado, M., Palomo, A., and Fernandezjimenez, A. (2005). “Alkali activation of fly ashes. Part 1: Effect of curing conditions on the carbonation of the reaction products.” Fuel, 84(16), 2048–2054.
Cristelo, N., Glendinning, S., Fernandes, L., and Pinto, A. T. (2012a). “Effect of calcium content on soil stabilisation with alkaline activation.” Constr. Build. Mater., 29, 167–174.
Cristelo, N., Glendinning, S., Fernandes, L., and Pinto, A. T. (2013). “Effects of alkaline-activated fly ash and portland cement on soft soil stabilisation.” Acta Geotechnica, 8(4), 395–405.
Cristelo, N., Glendinning, S., Miranda, T., Oliveira, D., and Silva, R. (2012b). “Soil stabilisation using alkaline activation of fly ash for self compacting rammed earth construction.” Constr. Build. Mater., 36, 727–735.
Cristelo, N., Glendinning, S., and Pinto, A. T. (2011). “Deep soft soil improvement by alkaline activation.” Proc. ICE–Ground Improv., 164(1), 1–10.
Dufaud, F., Martinez, I., and Shilobreeva, S. (2009). “Experimental study of Mg-rich silicates carbonation at 400 and 500 °C and 1 kbar.” Chemical Geology, 265(1–2), 79–87.
Duxson, P., Fernández-Jiménez, A., Provis, J. L., Lukey, G. C., Palomo, A., and van Deventer, J. S. J. (2007a). “Geopolymer technology: The current state of the art.” J. Mater. Sci., 42(9), 2917–2933.
Duxson, P., Mallicoat, S. W., Lukey, G. C., Kriven, W. M., and van Deventer, J. S. J. (2007b). “The effect of alkali and Si/Al ratio on the development of mechanical properties of metakaolin-based geopolymers.” Colloids Surf., A, 292(1), 8–20.
Duxson, P., and Provis, J. L. (2008). “Designing precursors for geopolymer cements.” J. Am. Ceram. Soc., 91(12), 3864–3869.
Farouk, A., and Shahien, M. M. (2013). “Ground improvement using soil–cement columns: Experimental investigation.” Alexandria Eng. J., 52(4), 733–740.
Fasihnikoutalab, M. H., Asadi, A., Bujang, K. H., Ball, R. J., Pourakbar, S., and Parminder, S. (2016a). “Utilization of carbonating olivine for soil stabilization.” Environ. Geotech, in press.
Fasihnikoutalab, M. H., Asadi, A., Bujang, K. H., Westgate, P., Ball, R. J., and Pourakbar, S. (2016b). “Laboratory-scale model of carbon dioxide deposition for soil stabilization.” J. Rock Mech. Geotech. Eng., 8(2), 178–186.
Fasihnikoutalab, M. H., Westgate, P., Huat, B. B. K., Asadi, A., Ball, R. J., Haslinda, N., and Singh, P. (2015b). “New insights into potential capacity of olivine in ground improvement.” Electron. J. Geotech. Eng., 20(8), 2137–2148.
Gartner, E. (2004). “Industrially interesting approaches to ‘low-CO2’ cements.” Cem. Concr. Res., 34(9), 1489–1498.
Guo, X., Shi, H., and Dick, W. A. (2010). “Compressive strength and microstructural characteristics of Class C fly ash geopolymer.” Cem. Concr. Compos., 32(2), 142–147.
Horpibulsuk, S. (2012). “Strength and microstructure of cement stabilized clay.” Scanning Electron Microscopy, V. Kazmiruk, ed., InTech, Rijeka, Croatia.
Komljenović, M., Bascarević, Z., and Bradić, V. (2010). “Mechanical and microstructural properties of alkali-activated fly ash geopolymers.” J. Hazard. Mater., 181(1–3), 35–42.
Lee, W. K. W., and van Deventer, J. S. J. (2002a). “The effect of ionic contaminants on the early-age properties of alkali-activated fly ash-based cements.” Cem. Concr. Res., 32(4), 577–584.
Lee, W. K. W., and van Deventer, J. S. J. (2002b). “The effects of inorganic salt contamination on the strength and durability of geopolymers.” Colloids Surf. A., 211(2–3), 115–126.
Li, C., Sun, H., and Li, L. (2010). “A review: The comparison between alkali-activated slag (Si+Ca) and metakaolin (Si+Al) cements.” Cem. Concr. Res., 40(9), 1341–1349.
Liu, M. Y. J., Chua, C. P., Alengaram, U. J., and Jumaat, M. Z. (2014). “Utilization of palm oil fuel ash as binder in lightweight oil palm shell geopolymer concrete.” Adv. Mater. Sci. Eng., 2014, 1–6.
Phoo-ngernkham, T., Maegawa, A., Mishima, N., Hatanaka, S., and Chindaprasirt, P. (2015). “Effects of sodium hydroxide and sodium silicate solutions on compressive and shear bond strengths of FA–GBFS geopolymer.” Constr. Build. Mater., 91, 1–8.
Pourakbar, S., Huat, B. B. K., Fasihnikoutalab, M. H., and Asadi, A. (2015). “Soil stabilisation with alkali-activated agro-waste.” Environ. Geotech., 2(6), 359–370.
Reig, L., Soriano, L., Borrachero, M. V., Monzó, J., and Payá, J. (2014). “Influence of the activator concentration and calcium hydroxide addition on the properties of alkali-activated porcelain stoneware.” Constr. Build. Mater., 63, 214–222.
Ryu, G. S., Lee, Y. B., Koh, K. T., and Chung, Y. S. (2013). “The mechanical properties of fly ash-based geopolymer concrete with alkaline activators.” Constr. Build. Mater., 47, 409–418.
Salih, M. A., Abang Ali, A. A., and Farzadnia, N. (2014). “Characterization of mechanical and microstructural properties of palm oil fuel ash geopolymer cement paste.” Constr. Build. Mater., 65, 592–603.
Schuiling, R. (2001). “Olivine, the miracle mineral.” Mineral. J., 23(5–6), 81–83.
Schuiling, R., and Praagman, E. (2010). “Olivine hills: Mineral water against climate change.” Engineering Earth, R. Schuiling and E. Praagman, eds., Springer, Dordrecht, Netherlands, 2201–2206.
Schuiling, R. D. (2013). “Olivine: A supergreen fuel.” Energy, Sustainability and Society, 3(18), 1–4.
Slaty, F., Khoury, H., Wastiels, J., and Rahier, H. (2013). “Characterization of alkali activated kaolinitic clay.” Appl. Clay Sci., 75, 120–125.
Song, K.-I., Song, J.-K., Lee, B. Y., and Yang, K.-H. (2014). “Carbonation characteristics of alkali-activated blast-furnace slag mortar.” Adv. Mater. Sci. Eng., 2014, 1–11.
Target Map. (2012). “Olivine distribution resources.” ⟨http://www.targetmap.com/viewer.aspx?reportId=24272⟩ (Mar. 11, 2015).
Temuujin, J., Williams, R. P., and van Riessen, A. (2009). “Effect of mechanical activation of fly ash on the properties of geopolymer cured at ambient temperature.” J. Mater. Proc. Technol., 209(12-13), 5276–5280.
Unluer, C., and Al-Tabbaa, A. (2013). “Impact of hydrated magnesium carbonate additives on the carbonation of reactive MgO cements.” Cem. Concr. Res., 54, 87–97.
Unluer, C., and Al-Tabbaa, A. (2015). “The role of brucite, ground granulated blastfurnace slag, and magnesium silicates in the carbonation and performance of MgO cements.” Constr. Build. Mater., 94, 629–643.
Wang, H., Li, H., and Yan, F. (2005). “Synthesis and mechanical properties of metakaolinite-based geopolymer.” Colloids Surf. A, 268(1–3), 1–6.
Wang, S. D., and Scrivener, K. L. (2003). “29Si and 27Al NMR study of alkali-activated slag.” Cem. Concr. Res., 33(5), 769–774.
Weng, L., and Sagoe-Crentsil, K. (2007). “Dissolution processes, hydrolysis and condensation reactions during geopolymer synthesis. Part I—Low Si/Al ratio systems.” Adv. Geopol. Sci. Technol. J. Mater. Sci., 42(9), 2997–3006.
Yi, Y., Liska, M., Akinyugha, A., Unluer, C., and Al-Tabbaa, A. (2013a). “Preliminary laboratory-scale model auger installation and testing of carbonated soil-MgO columns.” Geotech. Test. J., 36(3), 1–10.
Yi, Y., Liska, M., Unluer, C., and Al-Tabbaa, A. (2013b). “Carbonating magnesia for soil stabilization.” Can. Geotech. J., 50(8), 899–905.
Yi, Y., Liska, M., Unluer, C., and Al-Tabbaa, A. (2013c). “Initial investigation into the carbonation of MgO for soil stabilisation.” Proc., 18th Int. Conf. on Soil Mechanics and Geotechnical Engineering, Paris, 2641–2644.
Yip, C. K., Lukey, G. C., Provis, J. L., and van Deventer, J. S. J. (2008). “Effect of calcium silicate sources on geopolymerisation.” Cem. Concr. Res., 38, 554–564.
Yip, C. K., and van Deventer, J. S. J. (2003). “Microanalysis of calcium silicate hydrate gel formed within a geopolymeric binder.” J. Mater. Sci., 38(18), 3851–3860.
Yusuf, M. O., Megat Johari, M. A., Ahmad, Z. A., and Maslehuddin, M. (2014). “Evolution of alkaline activated ground blast furnace slag–ultrafine palm oil fuel ash based concrete.” Mater. Design, 55, 387–393.
Zhang, M., El-Korchi, T., Zhang, G., Liang, J., and Tao, M. (2014a). “Synthesis factors affecting mechanical properties, microstructure, and chemical composition of red mud–fly ash based geopolymers.” Fuel, 134, 315–325.
Zhang, M., Guo, H., El-Korchi, T., Zhang, G., and Tao, M. (2013). “Experimental feasibility study of geopolymer as the next-generation soil stabilizer.” Constr. Build. Mater., 47, 1468–1478.
Zhang, Z., Wang, H., Zhu, Y., Reid, A., Provis, J. L., and Bullen, F. (2014d). “Using fly ash to partially substitute metakaolin in geopolymer synthesis.” Applied Clay Science, 88, 194–201.
Zhao, C., and Zhai, Y. (2013). “Leaching behavior mechanism of Mg2SiO4 in high NaOH content system.” Chinese J. Nonferrous Metals, 23(6), 1764–1768.
Zhu, J., Ye, N., Liu, J., and Yang, J. (2013). “Evaluation on hydration reactivity of reactive magnesium oxide prepared by calcining magnesite at lower temperatures.” Ind. Eng. Chem. Res., 52(19), 6430–6437.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 29Issue 6June 2017

History

Received: Feb 3, 2016
Accepted: Sep 26, 2016
Published online: Jan 24, 2017
Published in print: Jun 1, 2017
Discussion open until: Jun 24, 2017

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Mohammad Hamed Fasihnikoutalab, Ph.D., A.M.ASCE [email protected]
Dept. of Civil Engineering, Univ. of Putra Malaysia, 43400 UPM, Serdang, Selangor, Malaysia (corresponding author). E-mail: [email protected]
Afshin Asadi, Ph.D.
Research Fellow, Housing Research Centre, Dept. of Civil Engineering, Univ. of Putra Malaysia, 43400 UPM, Serdang, Selangor, Malaysia.
Cise Unluer, Ph.D.
Lecturer, School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798, Singapore.
Bujang Kim Huat
Professor, Dept. of Civil Engineering, Univ. of Putra Malaysia, 43400 UPM, Serdang, Selangor, Malaysia.
Richard J. Ball, Ph.D.
Reader, BRE Centre for Innovative Construction Materials, Dept. of Architecture and Civil Engineering, Univ. of Bath, Bath BA2 7AY, U.K.
Shahram Pourakbar, Ph.D.
Dept. of Civil Engineering, Univ. of Putra Malaysia, 43400 UPM, Serdang, Selangor, Malaysia.

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